Response to information request REC13/0095

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  LEGEND
                                                                                                                                                       REFERENCE DRAWINGS
 l><l             PlACE TEMPORARY ROCK ACCESS SID DWG SO 6-H WITH
                                                                                  ""                                                                   SD 4-1   STOCKPILES
                                                                                                                                                                                                                          Callaghan & Toth
                  CATTLE GRID ,\( TWIN 375. PIPES AS DIRECTED BY ENGINEER
                                                                                    i>                                                                 SD 4-2   REPLACING TOPSOIL                                                    Civil, Environmental &



                                                                                                                                                                                                                ~~
                  EXTENTS OF EXCAVATION. TOPSOIL ,\( MULCH 75mm THICK (100~                                                                            SD 5-1   TEMPORARY WATERWAY CROSSING                                          Hydraulic Engineers
-                 COVER BY ON   WJNTENANCE). TOPSOIL, FERTILIZE ,\( TURF ROAD                                                                          SD 5-2   SHEET FLOW                                                                             PO BOX 2305
                  RESERVE.                                                                                                                             SD 5-4   ROCK CHECK DAM                                                                    NooSA HEADS 4567
                                                                                  LOT 9
                                                                                                                                                       SD 5-5    EARTH BANK LOW FLOW                                         ,I          8/41   Sunshine Beach Rood
                                                                                                                                                       SD 5-7  RECP.CONCERTRATED FLOW                              =-                Phone 54749081, Fox 54749041
                  EXTENTS OF FILLING. TOPSOIL ,\( MULCH 75mm THICK (1OO~
                  COVER BY OFF WJNTENANCE). TOPSOIl. FERTlLISE ,\( TURF ROAD                                                                           SD 5-8 ENERGY DISSIPATER                                                         www.colloghonondtoth.com.ou
                  RESERVE AND FILL BAnER AT BonOM OF LOTS.                                                                                             SD 6-1 ROCK SEDIMENT BASIN                                                      do turn AHD DERIVED
                                                                                                                                                       SD 6-4 EARTH BASIN WET
                                                                                                                                                                                                                                                      PSIA 1782~
                  TOPSOIL, FERTllISE AND TURF REAR YARD                                                                                                SD 6-8 SEDIMENT FENCE                                                           Origin (8.1.1.) RL 108.138
                  BAnERS AND FOOTPATH                                                                                                                  SD 6-11 MESH & GRAVEL INLET FILTER
                                                                                                                                                       SD 6-12 GEOTEXTllE INLET FILTER
        @         GEOTEXTILE SAUSAGE FILTER TO STD DWG SO 6-11                                                                                         SD 6-14   STABlUSED SITE ACCESS                     approved
                                                                                                                                                                                                           SURVEYED BY
~                 SEDIMENT FENCE TO STD DWG SO 6-8                                                                                                                                                         MAX WATIERSION It ASSOCIATES
 ----+----+-



111111111111
                  COMPRESSED MULCH DIVERSION DRAIN O.3m HIGH OUTLET TO SEDIMENT
                  BASIN USE STD DWG SO 5-5 SHAPE FOR A MULCH MOUND ONLY

                 COMPRESSED MULCH MOUND 0.3m HIGH 1.2f.1 WIDE AT BASE
                 USE SID DWG SO 5-5 SHAPE FOR A MULCH MOUND ONLY                                   LOT 1
                                                                                                                                            II                                                             PHONE 54 426 121



                                                                                                                                                                                                               project

        -7       DIRECTION OF SEDIMENT FLOW/FINISHED ALLOTMENT FLOW                                RP173883                                                                                                PROPOSED 3 LOT
                                                                                                                                                                                                           SUBOMSION AT 55 lAKE
       ~         8mX2mXO.6m WET SEDIMENT BASIN TO STANDARD DRAWINGS
                 SD6-4
                                                                                                                                                                                                           MacDONALD DRIVE COOROY



                                                   ~                                      LOT 11
                                                                                                                                                                                                           Client



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                                        ~                                                                                                  {:j                                                             SEDIMENT & EROSION CONTROL
                                          ’&                                                                                                                                                               PLAN
                                            ~
       ~                                     ~
                                              ~
            ""                                                                                                                                                                                             LOT 136 on MCH978
                                                                                                                                                  ~
                                                                                                                                                  C>
                                                                                                                                                  a-
                                                                                                                                                                                                           Parish of TEWANTIN


~                                                                                                                                                                                                          County of MARCH
                                                                                                                                                                                                           SUNSHINE COAST COUNCIL
                                                                                                                                                                                                           Locality of lAKE MacDONALD

                                       ""
                                                                                                                                         \
                                                                                                                    SEDIMENT & EROSION CONTROL CHECK LIST
                                                                                                                                                                                                           o
                                                                                                                                                                                                                SCALE

                                                                                                                                                                                                                 2.5     5     7.5    10 12.5          IIeteR       25


                                                                                                                    ISSUE                MANAGEMENT COMMllMENT                                                   scale         SCAlE SHOWN IS ORIGIIW. ORAWIHC SCAlE
                                                                                                                                                                                                                               00 NOT SCAlE FROt.I lHlS ORAWIHC
                                                                                                                                                                                                           1:500(AJ)           USE ONLY DlWEHSIONS PROWlED
                                                                                                                  OBJECTIVE / TARGET    Comply with 011 stotutory regulations ond mointoin them
                                                                                                                                        during eorthwories/construction.Do not couse Enviromentol
                                                                                                                                        Harm. Keep TSS below target of 50mg/1                                  REVISIONS

                                                                                                                  MANAGEMENT STRATEGY   Foreman to identify and check direction of storm woter                     revision details                             dote
                                                                                                                                        flows. Provide di\oersion droins shown on the pion to divert       A       REVISED MULCH MOUND LOCATION                 08 1.3
                                                                                                                                        cleon woter flows owoy from disturbed oreos.
                                                                                                                                        Stoge disturbance to mininise sed runoff ,\( rill erosion.
                                                                                                                                        Copture and treot turbid runoff before releose to stream.

                                                                                                                                        Erect di\oersions, barriers ,\( traps os shown on the pions
                                                                                                                                        before    commencing earthworks or drainage improvements.
                                                                                                                                        Cover disturbed   oreas with too/mulch os soon os possible ,\(

                                                                                                                                        stoge works to mininise exposer time.                                  FILES
                                                                                                                                        Foreman to check thot diversions, barrierrs and weirs ore
                                                                                                                                        tropping the flows after rain. Ensure no byposs of sediment
                                                                                                                                        occurs. Ensure TSS torgel of 50009/1 up to 1 in 10 storm is
                                                                                                                                        not exceeded.

                                                                                                                                        Foremon sholl monitor ,\( repair after every storm until gross i
                                                                                                                                        BOll: estoblished. Sediment sholl be removed before it reoches
                                                                                                                                        600mm below basin spillway, orotherwise loomm below weir.
                                                                                                                                                                                                                         FOR APPROVAL
 ---=-
-s             --                                                                                                 RESPONSIBLE PERSON    The Principal Conlractors toremon sholl be
                                                                                                                                                                                                                         Sheet       14 of   14    sheets
 \,1   -====-- S __ --                                                                                                                  responsible for inspections.
                                                                                                                                                                                                                         drawing number
                                                                                                                                        foreman to keep 0 report of barrier repoirs. Sample overflow
            -\v’~S_                                                                                           .



                                                                                                                  REPORTING / REVIEW
                                                                                                                                        from doms ofter 25mm of rain in one day. Discuss
                                                                                                                                        ommendmenls required with superintendent it TSS is over the                      1225-30
                                                                                                                                        tor et.
                                                                                                                  CORRECTIVE ACTIONS    Foremon is to repair any domaged barriers doily.
                                                                                                                                        Ammend structures os r     uired to achieve the tor et 1SS.                          dote    15th JUNE 2013